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Permit#: B1801-035
<br /> Site Address: 607 RIVERSIDE RD
<br /> OJECT SCOPE PROJECT DIRECTORY �'��e�� PANATTQNI DEVELOPMENT
<br /> ' CONSTRUCTION OF A NEW TILT-UP CONCRETE, SEMI-CONDITIONED SHELL BUILDING
<br /> Tenant: [TenName]
<br /> CLI ENT. APP. Date: 1/26j2018
<br /> 6 0 7 R I E R T PANATTONI DEVELOPMENT COMPAN Praposed Use: NEW COMMERCIAL
<br /> i D E AX PA Qescription: LOT 5 NEW TlLT UP WAREHOUSE BLDG
<br /> R RCE
<br /> AD � #
<br /> 900 SW 16TH STREET, SUITE 330
<br /> CONTACT: RENTON, WA 98057
<br /> EVE R ET 29050800402600, 29050900301000 DONNIE BELK Rev�ew�d �y- � "� o�te: � I ,[°
<br /> T
<br /> WA
<br /> DBelk@panattorn.com ��ff1Ce set �ola Site et Fire/Plannin Set
<br /> ' LEGAL DESCRIPTION -
<br /> SECTION 09 TOWNSHIP 29 RANGE 05 QUARTER SW-LOT 6 OF CITY OF EV BLA REC AFN 201207265001 &
<br /> DECL REC AFN 201402040451; BEING PTNS OF SE1/4 SEC 8, SW1/4 SEC 9, NEt/4 SEC 17 & NW1/4
<br /> SEC 16 -- NOWCOMB TO 29050800402600 PER COE BLA16-004 REC AFN 201 701 1 1 5003 & DECL REC ARCHITECT OF RECORD: CRAFTARCHITECTS, PLLC
<br /> P E R AFN 201701110324
<br /> M I T E T SECTION 08 TOWNSHIP 29 RANGE 05 QUARTER SE-LOT 5 COE BLA16-004 REC AFN 201701115003 & DECL
<br /> JAN
<br /> UARY
<br /> 2 2
<br /> 6 1
<br /> 0
<br /> � REC AFN 201701110324 BEING PTNS OF SE1/4 SEC 8 & SW1/4 SEC 9 SD TWP & RNG CONTACT: 2505 THIRD AVE, SUITE 324
<br /> INDEX OF DRAWINGS TODD SCHUTZ SEATTLE, WASHINGTON 98121 a r c h � t e c t s
<br /> SEPARATE PERMITS� P: (206) 720-7001
<br /> SHEET DESCRIPTION ISSUE FOR PERMIT PERMIT 1. MECHANICAL/HVAC (DESIGN BUILD) todd@craftarchitects.com 2505 Third Avenue
<br /> Suite 324
<br /> RMIT RESUBMIl-f�AL/VE REVISION 2. ELECTRICAL (DESIGN BUILD) Seattle, WA 9812'I
<br /> 01 26 2018 05 1 1 18 05 03 19 3. PLUMBING (DESIGN BUILD)
<br /> 4. FIRE PROTECTION (DESIGN BUILD) 206.720.7001 phone
<br /> GENERAL 5. TENANT IMPROVEMENT (FUTURE) AHBL, INC. 206.720.2
<br /> CS COVER SHEET, PROJECT TEAM AND PROJECT INFORMATION • � 3 • ENGINEERS ON 1/17/2018) C I VI L E N G I N E E R. 949 fax
<br /> T1.1 GENERAL INFORMATION AND EGRESS PLAN � � 7. PRE ENGINEERED STEEL CANOPY (DEFERRED SUBMITfAL � 2215 NORTH 30TH STREET, STE.300
<br /> r,.2 ACCESSIBILITY GUIDELINES � � CONTACT: TACOMA, WA 98403 �W-araftarchitects.com
<br /> � ( �-. . �T4atrt�./A�{S �v�Prvtr--�i (�'�'�R�IAi � i'S�����4lM.9E�C�t�� �cr�2�2� iv+�iM�,'tfi�:')
<br /> T1.3 ENERGY CODE COMPLIANCE FORMS • • �,�..�-�---�---�-r'��--�•-_�-�-._ � .� �-� --�� ---� -�-- `ry MATT WEBER P: �253 3H3-Z422 �
<br /> CIVIL VICINITY MAP MW � � �ti:��; _ � �w�� ,,::
<br /> eber@ahbl.com ;� ��
<br /> C1.0 COVER SHEET FOR REFERENCE ONLY UNDER SEPARATE PERMIT NTS '
<br /> . _ _ �: '�;�Y CS�" ������fi'T
<br /> C2.0 HORIZONTAL CONTROL AND SURFACING PLAN FOR REFERENCE ONLY UNDER SEPARATE PERMIT =
<br /> '�� � . � ����� ���4�!���
<br /> � � . LANDSCAPE ARCHITECT: AHBL, �Nc.
<br /> C2.1 SITE NOTES AND DETAILS FOR REFERENCE ONLY UNDER SEPARATE PERMIT � '`�'=
<br /> . ,._:
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<br /> C3.0 GRADING AND DRAINAGE PLAN FOR REFERENCE ONLY UNDER SEPARATE PERMIT `" . , � - ` ` 2215 NORTH 30TH STREET, STE.300
<br /> C3.1 STORM DRAINAGE DETAILS FOR REFERENCE ONLY UNDER SEPARATE PERMIT ' �_ ` ,- ,. " 4 , � � � ' CONTACT. TACOMA WA
<br /> C3.2 STORM DRAINAGE DETAILS FOR REFERENCE ONLY UNDER SEPARATE PERMIT , 98403
<br /> �4 KRISTIN GLANDON P: 253 383-24 TNESE ROCUNIENTS HAVE NOTgEEN
<br /> � '� � � � � �
<br /> C4.0 WATER AND SEWER PLAN FOR REFERENCE ONLY UNDER SEPARATE PERMIT - � � F,
<br /> . ' . . ,. . � , .. � _
<br /> � r � 22 APPR�?VED F�J� THE 1S�UANCE 4F �
<br /> C4.1 WATER NOTES AND DETAILS FOR REFERENCE ONLY UNDER SEPARATE PERMIT � KgIaIldOtl�p 8I1bI.001T1 pUBL1C WORK5 �iECHANICAL, FIRE � Q
<br /> � SUPPR�SS��� ��.ECT I �
<br /> � � I� �� � R CAL gR
<br /> C4.2 WATER NOTES AND DETAILS FOR REFERENCE ONLY UNDER SEPARATE PERMIT ' •� ` �
<br /> _ � � � , � ,
<br /> C4.3 SEWER NOTES AND DETAILS FOR REFERENCE ONLY UNDER SEPARATE PERMIT �'' • � N '��; �; � - O �
<br /> � _ P��IN�IN�Pkf�A+IIYS:
<br /> LANDSCAPE F �� � �� . � °� �
<br /> = STRUCTURAL ENGINEER. AHBL, �Nc. W ^
<br /> � � :
<br /> L5.0 LANDSCAPE PLAN FOR REFERENCE ONLY UNDER SEPARATE PERMIT Ff � �F� � 22�5 NORTH 3OTH STREET STE. � CJ
<br /> L5.1 LANDSCAPE PLAN FOR REFERENCE ONLY UNDER SEPARATE PERMIT • �� �� � � `j
<br /> � CONTACT: � �� ��, �; � ��, ;�, Cr -
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<br /> L5.2 LANDSCAPE PLAN FOR REFERENCE ONLY UNDER SEPARATE PERMIT �` , � ° �, : - ` 't ; - �x, TACOMA, WA 98403 � � '���`-' � '�:�' �����t'�
<br /> . ..: . . ��� - � � ���, ������ �� LARRY HIGGINS P: 253 38 - � � � ' �'�"� � � W
<br /> L5.3 LANOSCAPE PLAN FOR REFERENCE ONLY UNDER SEPARATE PERMIT � � ` � `
<br /> � . �� ���I � �
<br /> � � . .� 1
<br /> L5.4 LANDSCAPE DETAILS FOR REFERENCE ONLY UNDER SEPARATE PERMIT ' � • � � � °
<br /> . a 3 2422 �� �aY � a ��;� �,�� - W W
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<br /> L5.5 PLANTING SCHEDULE AND NOTES FOR REFERENCE ONLY UNDER SEPARATE PERMIT - ��'• . ,• ; � � ' ' �- - > . . � Ihiggins@ahbl.com ,_;_� U � �
<br /> , :� � �ETY OF EVERET7'
<br /> FOR REFERENCE ONLY UNDER SEPARATE PERMIT �• _ -.. ° ; �, ' �
<br /> Perrnit 5;r��ce; � � W
<br /> L6.0 IRRIGATION PLAN ,
<br /> L6.1 IRRIGATION PLAN FOR REFERENCE ONLY UNDER SEPARATE PERMIT �z � � �' � �
<br /> L6.2 IRRIGATION PLAN FOR REFERENCE ONLY UNDER SEPARATE PERMIT � ` � � � � � ' ' � ��
<br /> � � x G E N E RAL CO NTRACTO R: SIERRA CONSTRUCTION COMPANY -� o
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<br /> L6.3 IRRIGATION PLAN FOR REFERENCE ONLY UNDER SEPARATE PERMIT � 19900144TH AVE NE �
<br /> L6.4 IRRIGATION DETAILS FOR REFERENCE ONLY UNDER SEPARATE PERMIT �
<br /> CODE/ZONING INFORMATION CONTACT: WOODINVILLE, WA 98072 , ; ,
<br /> L6.5 IRRIGATION SCHEDULE FOR REFERENCE ONLY UNDER SEPARATE PERMIT B R Y A N P L O E T Z ` ` `;''i° � '
<br /> GOVERNING BUILDING CODES: --='• '� '."=�T�
<br /> C T U R A L 2015 IBC P: (2 0 6) 4 2 5 4 8 7-5 2 0 0 °
<br /> A0.1 ARCHITECTURAL SITE PLAN � � ___ .- . ` _,___,
<br /> 2015 UPC bryanp@sierraind.com �_
<br /> A0.2 ENLARGED SITE PLANS • • 2015 IFC -s2�
<br /> A0.3 SITE DETAILS • • 2009 ICC/ANSI A117.1 (ACCESSIBILITY) ��'t�C}VEU
<br /> 2015 IECC ,;;3�{� � �; S DEPARTMEN?'
<br /> A2.1 FLOOR PLAN � � REGULATIONS & ORDINANCES
<br /> A2.2 ENLARGED FLOOR PLANS • • 2015 WASHINGTON STATE AMENDMENTS ����
<br /> A2.3 ENLARGED FLOOR PLANS • • 2015 WASHINGTON STATE ENERGY CODE :,TE S � l CONSULTANT
<br /> A2.5 ROOF PLAN � � 2015 IMC
<br /> A3.1 EXTERIOR ELEVATIONS • •
<br /> A3.2 EXTERIOR ELEVATIONS � �'c�EVERETT EVIEWED FOR ���
<br /> ��Vv 1��I'03�` ��'V i_S��fJS
<br /> � Z�' M2 ENERGY CODE COMPLIANCE� BUILDING IS TO BE A SEMI-HEATED BUILDING AS DEFINED BY THE 2015 WASHINGTON
<br /> A3.3 EXTERIOR ELEVATIONS • • �MPERVIQ�$ AREA: SEE CIVIL PLANS STATE ENERGY CODE, THE COMPONENT PERFORMANCE PATH IS USED TO BALANCE THE
<br /> A4.1 WALL SECTIONS • • INSULATION REQUIRED BY THE VARIOUS BUILDING SYSTEMS.
<br /> A4.2 WALL SECTIONS � � SITE AREA� t 421,778 SQ FT (9.68 ACRES) SEE ENCLOSED ENERGY CODE ANALYSIS FOR ADDITIONAL INFORMATION.
<br /> A6.1 DOOR SCHEDULE • • CRI�ICAL AREA AFFECTED� NONE HEATIIVG'� BUILDING TO BE HEATED BY GAS FIRED UNIT HEATERS WITH A MAXIMUM OUTPUT OF 8
<br /> A6.2 DOOR AND WINDOW DETAILS • • OCCUPANCY IYPE� S-1 AND B BTUH/SF; COOLING IS NOT PROVIDED.
<br /> A8.1 EXTERIOR DETAILS � � COWSTRUCTION TYPE� IIIB - FULLY SPRINKLED RQQF �N$�LA"(1QN: CALCULATED RIGID INSULATION VALUE: R-34, CONTINUOUS ABOVE DECK
<br /> STRUCTURAL BUILDING CLEAR HEKaHT� 32'-00" CLEAR WALLS� WAREHOUSE WALLS ARE EXEMPT FROM INSULATION REQUIREMENTS.
<br /> S0.1 GENERAL NOTES • • MAXIMUM LOT COVERACaE� N/A SLAB ON GRADE� SLAB INSULATION IS EXCLUDED.
<br /> S0.2 SPECIAL INSPECTIONS � � PER CIIY GUIDELINES
<br /> S0.3 TYPICAL DETAILS � � HM MAN DOORS� U= 0.37 MAX �p�
<br /> MAXIMUM BUILDING HEI(�iT� 80' ALLOWED ROLL-UP DOORS� R- 10 MIN ARCH�ECT�
<br /> S1.0 OVERALL FOUNDATION PLAN • • PER CITY GUIDELINES 39'-4 PROPOSED CARGO DOORS AND LOADING DOCK DOORS SHALL BE EQUIPPED WITH WEATHERSEALS
<br /> S1.1 FOUNDATION PIAN • • TO RESTRICT INFILTRATION WHEN VEHICLES ARE PARKED IN THE DOORWAY
<br /> S1.2 FOUNDATION PLAN � � ALLOWABLE AREA� 3 STORY/20,500 SF/FLOOR (BASED ON S-1 OCCUPANCY, IIIB CONST. AND FULLY
<br /> PER IBC TABLE 504.4 AND 506.2 SPRINKLER) VERTICAL FENESTRATION, RXED� U= 0.38 MAX, SHGC= 0.40 MAX �E OF �li���
<br /> S1.3 FOUNDATION PLAN • • STOREFRQM'ENTRANCES� U= 0.60 MAX, SHGC= .40 MAX
<br /> S1.4 FOUNDATION PLAN � �
<br /> S1.5 FOUNDATION DETAILS • • SICYLIGHTS� U= 0.50 MAX, SHGC= 0.35 MAX
<br /> S1.6 FOUNDATION DEfAILS • • SPPoNKLER INCREASE + 60� YARD 1 STORY / UNLIMITED SF (PER IBC SECTION 507.4) AIR BARRIER TESIING I�TES� THE COMPLETED BUILDING SHALL BE TESTED AND THE AIR LEAKAGE RATE OF THE Submittals�Revisions:
<br /> S2.0 OVERALL ROOF FRAMING PLAN • • INC�EASE BUILDING ENVELOPE SHALL NOT EXCEED 0.40 CFM/FT2 AT A PRESSURE DIFFERENTIAL
<br /> S2.1 ROOF FRAMING PLAN � � OF 0.3 INCHES WATER GAUGE (2.0 L/S X MZ AT 75 PA) AT THE UPPER 95 PERCENT FOR PERMIT 01�26/18
<br /> S2.2 ROOF FRAMING PLAN • • CONFIDENCE INTERVAL IN ACCORDANCE WITH ASTM E 779 OR AN EQUIVALENT METHOD
<br /> S2.3 ROOF FRAMING PLAN • • APPROVED BY THE CODE OFFICIAL. A REPORT THAT INCLUDES THE TESTED SURFACE �i PERMIT RESUBMITTAL VE 05/11 18
<br /> AREA, FLOOR AREA, AIR BY VOLUME, STORIES ABOVE GRADE, AND LEAKAGE RATES � /�
<br /> S2.4 ROOF FRAMING PLAN • • ACTUAL BUILDING AREA� 1 STORY / 194,273 SF (WAREHOUSE 95�) SHALL BE SUBMITTED TO THE BUILDING OWNER AND THE CODE OFFICIAL. IF THE
<br /> S2.5 ROOF FRAMING DETAILS • • 10,225 SF (OFFICE 5�) TESTED RATE EXCEEDS THAT DEFINED HERE, A VISUAL INSPECTION OF THE AIR BARRIER D ASI �1 - EXT. COLORS 09/25/18
<br /> S2.6 ROOF FRAMING DETAILS • • 204,498 SF (TOTAL) SHA�L BE CONDUCTED AND ANY LEAKS NOTED SHALL BE SEALED TO THE EXTENT
<br /> PRACTICABLE. AN ADDITIONAL REPORT IDENTIFYING THE CORRECTIVE ACTIONS TAKEN TO � PERMIT REVISION 05/03/19
<br /> S2.7 ROOF FRAMING DETAILS � � PARKINC REQUIREMENTS� (PER MUNICIPAL CODE) (ASSUMES 5� FUTURE OFFICE) SEAL AIR LEAKS SHALL BE SUBMITTED TO THE BUILDING OWNER AND THE CODE
<br /> S2.8 ROOF FRAMING DETAILS • • TOTAL (SF) RATIO STALLS REQ. ADA STALLS REQ. STALLS PROVIDED ADA STALLS PROVIDED OFFICIAL AND ANY FURTHER REQUIREMENT TO MEET THE LEAKAGE AIR RATE WILL BE
<br /> S2.9 ROOF FRAMING DETAILS • • WAIVED.
<br /> S3.1 PANEL ELEVATIONS � � OFFICE (5%) 10,225 1/400 26 �
<br /> S3.2 PANEL ELEVATIONS � � WAREHOUSE (95%) 194,273 1/1000 194 TEST SHALL BE ACCOMPLISHED USING EITHER (1) BOTH PRESSURIZATION AND
<br /> S3.3 PANEL ELEVATIONS � � DEPRESSURIZATION OR (2) PRESSURIZATION ALONE, BUT NOT DEPRESSURIZATION ALONE.
<br /> THE TEST RESULTS SHALL BE PLOTTED AGAINST THE CORRECT P FOR PRESSURIZATION
<br /> S3.4 PANEL ELEVATIONS � � TOTAL� 220 7 229 g IN ACCORDANCE WITH SECTION 9.4 OF ASTM E779.
<br /> S3.5 PANEL ELEVATIONS • � 2
<br /> S3.6 PANEL ELEVATIONS � � OCCUPAWT LOAD� (PER 2015 IBC TABLE 1004.t.2) (ASSUMES 6� FUTURE OFFICE) 3 Q THE TEST PRESSURE RANGE SHALL BE FROM 25 PA TO 80 PA PER SECTION 8.10 OF
<br /> S3.7 PANEL ELEVATIONS � � TOTAL (SF) RATIO OCC. LOAD REQ'D EXITS EXITS PROVIDED ASTM E779, BUT THE UPPER LIMIT SHALI NOT BE LESS THAN 50 PA, AND THE Sheet Title:
<br /> DIFFERENCE BETWEEN THE UPPER AND LOWER LIMIT SHALL NOT BE LESS THAN 25 PA. COVER SHEET
<br /> � S3.8 PANEL ELEVATIONS • • OFFICE (5�) 10,225 1/100 103 - - 3.
<br /> w S3.9 PANEL ELEVATIONS • • WAREHOUSE (95�) 194,273 1/500 389 IF THE PRESSURE EXPONENT N IS LESS THAN 0.45 OR GREATER THAN 0.85 PER
<br /> SECTION 9.6.4 OF ASTM E779, THE TEST SHALL BE RERUN WITH ADDITIONAL READINGS
<br /> � S3.10 PANEL DEfAILS � � TOTAL� 492 2 g OVER A LONGER TIME INTERVAL. Date:
<br /> 0 0 01�24�18 �
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<br /> Pro�ect No:
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<br /> COPYRIGHT CRAF7 ARCHITECTS 2017
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